SC-Coppell HS-LR000509FUGRO SOUTH, INC.
2880 Virgo Lane;
Ph (972)484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 9, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 21, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-t064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Coatez Group
7085976
84
77
1:49
2:30
Clear/Sunny
CONCRETE SUPPLIER: Lattimom
PLANT/TRUCK: 7 / 947
MIX ID NUMBER: 42
AIR (%) (ASTM C-231): 4.5
WATER ADDED (gal): 15
SLUMP (in.) (AS?M C-~43): 5.0
Grid Line 22-24 at Line "A"
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUM_~ER (days) TESTED (pounds) (psi) (psi)
CHC 972 7 4-28-00 56000 1980' 3000/28 days
CHC 973 28 5-19-00
CHC 974' 28 5-19-00
CHC 975 Hold 5-19-00 Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~ [~] [~ E~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Possible Iow 28-day compressive concrete strength results based on 7 day test result.
Technician: Bryan Hersley
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford